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HomeMy WebLinkAbout20201116155636823__ _.______________ _____ 70th Avenue North RN N GARDENF7--` - - - - - - - - - - - - •I 1' SPILLWAY 3' z'R YR 73 ao 1 I- 12" BR �N (B VR AN ACCESSIBLE Y' HMDICA,SIGN9CN WR )� PEDESTRIAN CURB RAMP - R F � I - 1 4' R. 4.1 p I _ 4- CCNCREIE SIDEWALJ( ` 2.5•R 'II BINMWWS TRASH ENCLOSURE PAVEMENT i ' S R TYP D R 5'R i U 10'R I 140NUMENT SON 3E959'19Y 169.1E SITE PLAN NOTES: 1. ALL UIUENSIONS ME TO FACE OF BINDING AND/OR FACE OF CURB. 2. REET71 TOARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS ADAY.i2R TO PROPOSED BUILDING. 3. ALL CONCRETE CURB MO GUTTER AwACtM N CONCRETE WALK SHALL BE SEPARATED BY A 1/2 INCH EKPANSKIN J094T. 4. CONTINUOUS CONCRETE CURB k GV{iER WIDCH CHANGES TYPE SITYL FAME A U (5j EOBE TRANSITION. 5. NL PARKING STALL STRIPING SHALL BE 4 INCH WHITE S. CURB h GUTTER SHIN. BE B612 INERKAL TO SITE. UNLESS CALLED OUT AS OTHER. 7. ALL WORK SHALL COMPLY WITH THE CITY OF BROOKLYN CENTER ENGINEERING STANDARDS AND SHALL BE PERFORMED WRING HOURS APPROVED BY THE CITY OF BROOKLYN CENTER. S. ALL DINE LANES AND LOADING AREAS TO HE HEAW DUTY BINYNOUS PAVEMENT. 'PMIONG STALLS 70 BE STANDARD HNSONOUS PAVEMENT. SITE SITE DATA: SITE AREA 38.707 S.F., 0.89 ACRES BUILDING AREA: 6,720 S.F. TOTAL NUMBER OF PARKING ST LLS PROVIDED: 43 TOTAL' MBER OF PARKING STALLS REQUIRED: 37 S.5 PER 1000 SO. IT. GST NUMBER OF HANDICAP STALLS PROVIDED: 2 NUMBER OF HANDICAP STALLS REQUIRED: 2 SITE IMPROVEMENTS LEGEND: 11"WHOUS PAVD.ffNT CONCRETE PAMENT B512 CONCRETE CURB h GUTTER B612 CONCRETE CURB & GUTTER (OLRFALL) .p UCM FIKNRE, 30• ME, 400 WATT 0' w 40' 80' SCALE IN FAST NORTH I-� d V = fs7 u A a Rv+E IAtM1q� Avprt fW1R IAdf.a 9-H1rDAt �EG6 �c has' .t e E W n I— z Az z g zQ J pacmu J o1 C R00 0 mm fn m6-10-10 ACCESS AND TRASH ENCLOSURE REV. ®7-6-10 CRY COMMENTS DRAWN BY MK CHECKED BY OJ DATE ISSUEO 4-30-07 SCALE I' • 30' JOB NO. 07001 ®1 SHEET Oi PRooE e' ATnw fA61FN MIN SCIETS e' NAMI TEE - —M. W-M erKEP KEM Kw MMTER sou PDLLE e' ATOM CRAE }TM 2E M' 11®i PFE AW CM I.GOVNO ANT B!. 1011 OR NINR TUT£ F1'dMTIOR IMKADAgi W n• - vL.wnNc sDE sGR co/ sas 14UOT cPAaE z uwsT PxOtan Am sPRTAn , WL - 54i0 I' PEA IWR PEABUBMID RITE 2 -.. ice- :. 62.5;.1 r I _FJ ' .3. 62.7 i T I e I'm CONSTRUCf10N UURS-�� Ho D SAW 10 E SDELr WUNOVR SR IICCEKD. PET 9NODf I�• BaraOd . sPEs: SIHv.: m ' RAINGARDEN DETAIL Nar TD svLE Y FPPR EOU4aE POSTS 77 O.C. R BACKFI.L ~ EXSTNG GROUND BUR/ BODOI 6' OF FABRIC EROSION CONTROL FENCE COMLWTOR S RESPONSIBLE FOR REIM& OF ALL EROSION CONTROL. MATERIALS. GRADINGI N CONTROL �_ 632 --T A- NB939'19Tz IMAI7 081 61 7 2.6b5 r\11E �I^� — ��062 . Via. --I �~fi1.5 623 FFE 863.3 tea I4-4 r2 MAP I�-/gym iw -00 2.0 d.0 d E�' I_ .. CONSTRUCTION UMRS C I I i I m1 R .IT t RIDGE N i IT ice' •ld` i � 569s9T9•w r6aYa fs��?7-�TCR „� I, - GRADING NOTES: I. iURmyoR TO \swe BENCNWRK ElEVATKRR PRIOR TO START OF CONSTRUCTION. 2. GRADINO CONDUCTOR TO REM TO GEOTECHMCAL REPORT. SOBS REPORT TO SUPERCEDE 116E PEWS. SOIL CORREC HMS TO BE PERMUED PER 9000IIUENOITONS OF GEOTECHMCN. REPORT. 3. SOL NOT SUITABLE FOR CONSIIRICTKRR sHA L BE oRPO5E6 of OFF -SIZE ANO INCLUGED IN THE BASC BID AMOUNT. M• ALL WORK •SWSL COMPLY WITH THE CRY W DROOKI.TN CENTER. DESIGN STANOAR.. 5. LOCATE UTILITIES PRIOR TO DIE START W CONSTRIICIKKI. i CONDUCTOR IS RESPONSIBLE FOR DEAOUTION h N CYAL OF All EXISTING STRUCTURES WHICH INTERFERE WITH NEW WORK AS SHOWN. . 7. CONDUCTOR IS RESPONSIBLE FOR THE MNOVAL k DISPOSAL OF THE EOSDNG BITUMINOUS. OTNIRNOUS S{4L BE SAW CUT OR ,UCK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. WATCH EXISTING GRADES. 6. CONTRACTOR SHALL PROTECT A3MMNG PROPERTIES k STRUCTURES FROU H&ZMOS ASSOCIATED WITH S CONSTRUCTION ACTIVITIES & SWLL BE RESPONSIBLE FOR ALL MWACES TO PROPERTIES kk STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIWES. 9. ACCESSIBLE PMKING SPACES AND ACCESS AMES SHAL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2X), IN ALL DIRECTIONS, LEGEND: — EXISTING CONTOUR . PROPOSED CONTMR —. EROSION CONTROL FENCE 66R7 TOP OF CURB e66.z GUTTER LINE - RIDGE_ DRAINAGE ONOE �) DRANAGE ARROW ❑ ROET PROIFLTTON SF — EROSION CONTROL FENCE 0w 4W w ®CAL& IN FEET NORTH 7; n z� ^tl Q INae IaMK Avn,a •OEM nwanCG w mn�� Z W m Q. W tL (0 J s Z Q w O W U IY i Z 2 W' O EZ c Z. Z ZQ o� J zz Z X �A OJO0 a Q:�oo I Hn=mm RMSIOIES m6 RASH ACCESS AND TRASH ENCLOSURE REV. ®7-0-10 CITY CoMmENTS UMWH RT YK CHECKED BY m GATE ISSUED 4-M-01 SCALE 1' a 3G' SOB N0. q/ QMto SHEET OF f 1-FIAG STONES �1-NS Soo 600 S SHRUB PLA"M MAIL _ Nn m roc LANDSCAPEL 100-LB 6-LH b-N$ POUR EXISTING UND01 i TO BE RELOCATE0 TREE fm PLANTING NOTES: LuosUaE TnrltJclon vuu xsrt vIE rnon ro �w�oti¢ac mwlclar rrarA 1N 4' Wl. aJ[n OM ro NE s0o t:a 9Pon Anus coNlRtcTan Ra o�se ron tke u+otn TIE 5lRlE MD f9NeALL AR4S ro e< BED YVlLIKO NIII Y• Da'ill 6 aam01 CdDNEO OWaIE 91'IIIam NNm r000 unl au .® evaatE wv cwml aomwwEs ro n%E x• a uarH Fotr-meta m eE vNln xn aACX cawolo a JeaRom coati coNrvAClai nE nux on uMK w, Hurt wTETUI mnlmNs and m Nn.w.TmH. cpnBKlal vru ass o.NDes RQRavmms Aaaims Aw now eapa m NSDnIAIwE r3TtLL N' a�Rl 9nmVfD WK taW aRLN /.aWnO W00f SNFLe Of ALL 1R65 KaIrtFD FIW tl/1!f M➢i aJNrw vx vvEE carom a sx snmT Loon mtsn, xsK tar rosy :as rtr nN wo. comucrtw ru rotnnnar awuma Ni nanit ton awro K OrE YFM eEaBru Ar M OUE CF ACCbWM;E �wA NE R6lAN.EN,S aaamaY cAa atR Nlr wrotti .001 a s a mnura )rnw ro Accetu¢c d M rank) A11. R PnPm1EY RpIO.TD na IQyI/®. M anEt6 ffiRtSMaTM1E �fln T me NtlA m Rees .Hr nJnr r.TDai. Not tame swclraa NL W1FW1 AxU. CoualT r0N M 41ER E1N(f}V a M ArFArw sTNIDVb tort Naxmtr sm0c JtEnr.N .ssocrnon a NU®a'rM. NE InfE Tnun�s v1Nt eE .txam rBN FttwH cads 1nZ rAla. A^it.Y M4P N Itl1OeU JNo App.L W MPL U—E — m — — wRR41 ALL nAvr wrow.s Ara sm ENI� nBnr. JcarrNCE nEPMI AT Na con TO o .LL aOUCE m aNaOtfY nuaaw fRar uJ»snaE Awe coNlrrclon is n5not9nE tv now tan uo � room Au uwwanaw unnRx .ro vow Amo oer+ec ro unrtE. t"' M CmAK 6 M .CdK aONinr.'IM 6 RESrgddE sla�ilar WaY� � lrt LTC. INASCXE tnvim[lon K ro BE nESPo .x fat rxiFlma mm a �i.+cln�"�ruM IVE ac tm+w«r tmwaN no.RrA rsm carlAaE wm BE unm ro NE wmnFs uus anon ro arc tart NnnuTw. wnscwE oDHlwclons ro coono.wE NnNuna+ a1R c0nwa carmJnan. nuNc FJD data a Tffi omnuL• wwsnas CaMXACIq 1 Vrcrt� 61PO5 ton stn Nn rwi Nl. arsm swA¢c .No nuw.2 nE omos nsum rur wouus oroeaere. mnR+cian m vnsr deal Am rmADAmx or 1N N�Aliotl awE ass R+NBAD an Aaamnm car+. wort ro a.+a mR uvxww LANDSCAPE SCHEDULE CONUDH BtltA1nC V, NAYE SI]E S RS ]BEES RED SFIEHDOR Nd.s 'Red `-pLNdor• 1.5• BkB snxMt� L1 w n w 4W - a tic" IN FM Nom �seoe ratW aro.� vn1 REYMONS &6-10-10 ACCESS AND TRASH ENCLOSURE REV. DRAWN n UK CHECKED BY BJ DATE ISSUED 4 "-01 SCALE D0• JOB H.. 01001 L®1 SHEET OF c MY qz n � + Q T w 4'L-' D4' ]f-{' ]`-Y 4• ]0'-0• 3'-4• ) Y-J' L'-C V-4' A4'-6 r '.D• 1 1 I caJG arocn TTP I 1 ®...................._ ,__•- _•-'--------•--------------- ® c ® ® 6 - --- 1 — CXID w0Y . '0 i I ' EA. 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R Ca.OR evrauelm K aC0pm ft mAUTI AQK UFGIeNf 6PM 2" E wvU ELK n C c.W m nNea" iD CR>I*%L n ML em Ao! R')C1'JAGi Eirc1c A!tAnR [ILODC p—OAeeu CE 6ANTA M 6m Aem PRECAST. CONC. SILL BLOCK MA"ACTVst TYPE RW COLM GE COLOR aE CL.I ANaJOR DRAY PAICJtBIT I ND ccLc" 6EE .41 BEena1? FOR nL Om CANVAS AUNINGS NAH! MAVtlAOTFCR ame COLOR AeFiFYa eur♦ZLLA Iiil LCOO RCD AWJELiR &w.WL A !iT MmtIFiRN1EM1 rU,v a(fACT, PREFINISHED d41 li0 V1-NI ALUMINL41 - PARAPET CAP NAME MANFAePBee COLgI IEiAL R WtcJ.AD TETRA GOTTA HOLLOW METAL DOOR/rRAME 4 DOWNSPOUTS COLOR. 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SEWER CONSiRUOT OVER EXISItE STORM SEWER FlEID VERIFY 517E : LDCATION OF .•- 0 i� .+ %dii} .'i VdY�UB TVA! th i• EXISTING PINE PRIOR TO CONSTRUCTION EXISTING M'ORAM' REFER TO SHEET C-2 - - - - - - c _ 36 LP 12' RCP CO 4 (27.0) CSTO: R-2573 RIM=961.70 INV=957.70 o --�P WV=659.05i 1: !'.. END a M04 BULDINF FFE=863.50 I�uEnNour � ;; L. �O 451Lf 6- PVC SON15 O_I.00T. PROVIDE 4'-TRIM 6'-NINE RM.ID Sl/H-TYPE ALDNG LENWH OF PIPE _,-„ _ , ' Ey fi' PLl/G END 5' FROM 6LRLOINC--- �STYROOFOAAI;NSUU710F{ FCONIRACiCRt� f 8'-45' BENDS i -'-CONNECT TO EXISTING 6' 6ANIT/RY $TUB RT FIELD- 6' DIP 0L52. VERIFY T N; CON L(1CATN)N PRIOR j0 CONSTFUCIION j.l COSTIN OR ER VEI aro[ I!: FY.1EONC WATER SERNCE I ER n;(t)gONCLUSNE AS -BUILT 1 E%ISBNC-SERNCE i5 2' s ,' EXISWITH 6! PAVEMEM AND C WITH6' wL7 TAPS 1 REMO: ' REPIKE PAVEMEN( WITH . I IF ELX'%RNG SERNC� IS 6' Sc CORRECT TO EXISTING e ov. n[uat nra I CB 2 ( CSTC: R-252]'07}) - ;. -- NM-861.40 WV-857.40 11 LONh£CT'i0 E%ISTWO conaEE Y�A=Z CBMH i (18'O) CSTC: fl-3250-8 ae _ 12' RCP SNB j1 �I RIM=862.20 AT RN-S55,53 ::r.�4�iJ.. ta0 paws I ORV=856.26, (� (na h ` uo nw w+iiE�aentivx. airy -�. �i: --�� _�• � ---T-- •� �•• _ - nsr att n�m x vAxn NKAs � ' CLEANOUTDETAIL :'• -'�i EXlrnpc HroflANr GATE VALVE DETAIL UTILITY CONSTRUCTION NOTES A MMMIIR0.B4T06 Rxp6N'0619VLLECtlSOSL1BIN/ttOOWO'piNM Oa [QO SfAlOV00M8fRltGIVBAfN6®RMOIYOrf®SASW61TDY6SNEBIA . FEML, O181A9 pDi®IFT9fOrRMfr0R 6XYl0fIN1ADTOlI:g NEOEAR1aL L /LLVILESSWLEWIaTR.G1®pImIM'LLW OnE9RlEXR � L 1EGnWF59OLLY ajUM!®ro0050 � Mx mEaSawlanAW I DI I�VWiB6Mp I80re6N E1Mtl1'/. i �1'IalAD71 AW IO.FA.Y O]HODC6OFMYaXf WFO01M60mMEO06C10]06f86FE NNs mMMCMEMD'fE1B'EML0111N6101 T/ . Y L fWltOat•O f10W NO WEIMyb0S9fE. 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